PROGRESSIVE COLLAPSE ANALYSIS OF UNBONDED POST-TENSIONED PRECAST RC FRAME STRUCTURES USING COLUMN REMOVAL METHOD

PAN Yi; CHEN Xia-hui; YAO Yun-yi; DENG Kai-lai

doi:10.6052/j.issn.1000-4750.2016.08.0645

Volume 34 Issue 12

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Engineering Mechanics > 2017 > 34(12): 162-170. > DOI: 10.6052/j.issn.1000-4750.2016.08.0645

PAN Yi, CHEN Xia-hui, YAO Yun-yi, DENG Kai-lai. PROGRESSIVE COLLAPSE ANALYSIS OF UNBONDED POST-TENSIONED PRECAST RC FRAME STRUCTURES USING COLUMN REMOVAL METHOD[J]. Engineering Mechanics, 2017, 34(12): 162-170. DOI: 10.6052/j.issn.1000-4750.2016.08.0645

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PROGRESSIVE COLLAPSE ANALYSIS OF UNBONDED POST-TENSIONED PRECAST RC FRAME STRUCTURES USING COLUMN REMOVAL METHOD

1.
School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China;
2.
Chendu Sunway International Architectural Design Co. Ltd, Chengdu 610094, China;
3.
Department of Civil Engineering, Tsinghua University, Beijing 100084, China

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Received Date: August 24, 2016
Revised Date: February 20, 2017

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Abstract

Abstract

To study the behavior of beam-column joints and the progressive collapse performance of unbonded post-tensioned precast concrete frame structures, finite element models were established in OpenSEES and compared with experimental results. With the established beam-column joint models, a six-story unbonded post-tensioned precast concrete frame and a cast-in-place concrete frame with similar structural configurations were simulated. Progressive collapse analysis was performed for these two kinds of frames using column removal method. Results of the numerical analysis show that, with the interior column removed, the ultimate load at failure of the post-tensioned precast frame is 24.2% higher than that of the cast-in-place frame; the percentage increased to 35.7% if an exterior column is removed. Removal of an exterior column is more likely to cause a progressive collapse than removal of an interior column. The results also show that with the same reinforcement layout of the column and the same flexural capacity of the beam, the post-tensioned precast RC frame exhibit better collapse-resisting performance than the cast-in-place RC frame.
- progressive collapse,
- removing column method,
- unbonded prestressed precast RC frame,
- cast-in-place RC frame,
- time-history curve

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References

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PROGRESSIVE COLLAPSE ANALYSIS OF UNBONDED POST-TENSIONED PRECAST RC FRAME STRUCTURES USING COLUMN REMOVAL METHOD

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